1. For given distributed loads, see figures below, determine resultant and moments around loadends (points A and B). Assume p = 2kN/m.20AA2p16T6STUMESg)6m2pBB2p2pA20A2pb)e)h4m8m12m2p3p2p2pAC)AC 2m ----A1)D10m6m3pW5pB 3. Using solution developed above, redo all 9 load distributions, and use those solutions to checkyour work in problem # 1.4. For rigid bodies, structural systems shown in a figure below, determine reaction forces andmoments, from all 9 loads defined above. For the second case, assume that left support is atan angle of 5º from vertical. Other inclined supports are at 45° from vertical.

As all questions are different, according to our guidelines we are supposed to answer the first…

1. For given distributed loads, see figures below, determine resultant and moments around load ends (points A and B). Assume p = 2kN/m. 2p A 2p A 2p A a) d) g) 4m 6m 2p 20m 2p B B 2p 2p B Р A 2p Al 2p A KA b) e) h) 4m 8m 12m 2p 7m 3p B 2p J2mB 2p B A A A C) 2p 2m f) 1) 10m → 2m 6m 1.5p- 12m 3p B B 5p B

1. For given distributed loads, see figures below, determine resultant and moments around load ends (points A and B). Assume p = 2kN/m. 2p A 2p A 2p A a) d) g) 4m 6m 2p 20m 2p B B 2p 2p B Р A 2p Al 2p A KA b) e) h) 4m 8m 12m 2p 7m 3p B 2p J2mB 2p B A A A C) 2p 2m f) 1) 10m → 2m 6m 1.5p- 12m 3p B B 5p B

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.3.27P: A 150-lb rigid bar AB. with friction less rollers al each end. is held in the position shown in the...

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Concept explainers

Types of loading

In mechanical terminology, the term load indicates that external force/weight, either constant or variable, acts on a mechanical member/structure. The weight of an object of a specific material is also an external load, and the external force that works on a structure comes under the categories of loading. The external load generates its effects as stress and strain in the structure.

Question

1. For given distributed loads, see figures below, determine resultant and moments around load
ends (points A and B). Assume p = 2kN/m.
20
A
A
2p
1
6
T
6
STUMES
g)
6m
2p
B
B
2p
2p
A
20
A
2p
b)
e)
h
4m
8m
12m
2p
3p
2p
2p
A
C)
AC 2m ----
A
1)
D
10m
6m
3p
W
5p
B

3. Using solution developed above, redo all 9 load distributions, and use those solutions to check
your work in problem # 1.
4. For rigid bodies, structural systems shown in a figure below, determine reaction forces and
moments, from all 9 loads defined above. For the second case, assume that left support is at
an angle of 5º from vertical. Other inclined supports are at 45° from vertical.

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Step 1: Determining the given data

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Step 2: Finding load acting & moments about point A & B

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Step 3: Finding resultant load

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Step 4: Finding moment around A & B

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Step 5: Finding resultant load & moment around A & B

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